HomeMy WebLinkAboutProduct Approval 3/30/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted 12/14/2017
Date Validated 12/17/2017
Date Pending FBC Approval 12/19/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter.
Shutter
Limits of use Installation Instructions
Approved for use in HVHZ:Yes FL16984 R2 II SS-Recency Aluminum Accordion Shutter-
Approved for use outside HVHZ:Yes 2017 DWG W14-02.pdf
Impact Resistant:Yes Verified By:Javad Ahmad PE 70592
Design Pressure:+200/-200 Created by Independent Third Party:Yes
Other:See drawing 14-02 for span vs load combinations and Evaluation Reports
installation details. FL16984 R2 AE SS-Re ge cy Aluminum Accordian Shutter-
PAE 2017.pddf
Created by Independent Third Party:Yes
Sack iSer.+_
Co tact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-187-1824
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mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 650.487.1395.*Pursuant to Section
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please dick it re.
Product Approval Accepts:
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Credit Card
Safe
https:ftfloridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgvBwYugTrZNm7QkQElOjl4oJwyXagFHrhf2HgFgUQVL7w%3d%3d 2/2
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER#61 G20-3•METHOD 1 OPTION D
FL 16984
Date: 12/13/2017
Detailed Product Description':
Manufacturer:NATIONAL APPROVED SHUTTER ASSOCIATION
Manufacturer Address:8717NW 117 STREET,SUITE#1,HIALEAH GARDENS, FLORIDA 33018
Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER
Maximum Span:150"
Maximum Load:+200 PSF,-200 PSF(Large Missile Impact)
Installation Drawings#W14-02
This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests(Tested in accordance with TAS-201,202,203)
DESCRIPTION` TEST LOCATION TEST'REPORT TEST Test '
:Y7 £ y
a { `_ DATE ,,REPORTS#,t Sealed by;
_... . .___. _.. . . F. s. . _. ._ _. _....
ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E.
202 Air Press. Testing Laboratory
FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E.
(TAS 201&203) Impact& Testing Laboratory
Cyclic i
Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the
above product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
P
� 0 70592�j
C) STT 7 OF
Javad Ahmad PE#70592 '''s`S/ONAI- Sealed:12/14/2017
AI-Farooq Corporation EB#3538
9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 1 www.afcens.com I alfaroog@afcens.com
DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART �V
V ACCORDION SHUTTER EX-8622864 faOltxrEI= l�
DEFLECTfON CURVE FOR POSITIVE LOADS ONLY
BFAN/3e OR 2'ROIL PDS.LOAD Z .-
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60 7E ee 9e See 11e Sze 13e tae ise
SLAT SPAN - INCHES m =
om ara°r
MINIMUM SEPARATION FROM GLASS m C25
SEPARATION READ.DUE TO WIND LOAD SEPARATION RECD.DUE TO ppp�
SHUTTER SPAN:H IN. DIRGE MISSILE IMPACT m `
DESIGN IAM Pd PSF FOR SLAT SEPARATION
�y
FACTOR-N-Pd/100. IN, SPANS UPTO lO In
READING FROM SPAN D.CURVE.0. IN. 2-1 B' 'D
MIN.SMAPATION REDD..d N
K`O+1'. . 150' 1 3-1.4 Imo 3m
FORREQIREMEMSTIONS U A 30'OF GRADE USE MAXIMUM OF WIND LOM M
OR IMPACT LO
OVE
FOR INSTALLATIONS ABOVE 31Y OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. Y
KIM NO PART Of SWIDR SHALL BE UNDOI 30'ABOVE GRADE TO WANE LARGE MISSILE IMPACT ROARRE UM. 12
12 ¢ G=�
USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS
LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 60 70 80 90 100 110' 120 130 140 ISO
COMPLY WITH TAS 202, 201 AND 203 OF FBC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES
HIGH VELOCITY HURRICANE ZONE AREA.
USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY
GENERAL NOTES FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION.
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D
REQUIREMENTS OF THE 2014(STH EDITION)/2017(67H EDITION)FLORIDA .,,,,DESIGN,LOADS_SHALL_BE_CALCULATED„AS.,.PER-REQUIREMFMS
BUILDING-CODE-INCWDING-HIGH-VELOCITY-HURRICANE-ZONE-(HWZ) - --- ---- - - _ qq ppp
2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, OF ASCE 7-10.
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION MANUAL'LATEST EDITION.
3, ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BEEJALLOY AS SHOWN
4, SCREWS THAT
COME NTTONCOFNUCGBUTWITH OTHER DDIISSSIMILtR�MMTERMWS SHALL MEET THE Q
REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC.CODE&ADOPTED STANDARDS. PRODUCT MARKING
5. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ONDETAILS A LABEL SAW.BE AFFIXED ON LOCKING MEMBER OF UNIT FL #16884 o m
ABOVE LACK WITH THE FOLLOWING STATEMENT.
AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE 11 I L
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NATIONAL APPROVED SHUITER ASSOCIATION MCONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND ♦\ Alf, I,
INSTAUAMON OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ♦ VI'••' •7
G ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024-T4 8717 N.W. 117 STREET SUITE 1 PROVIDED HE/SHE DOES NOT DEIMTE FROM THE CONDITIONS DETAILED ♦♦♦,Q;:'
OR 7075-T8, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. R$
7, DESIGN CRITERIA FOR SATS MAI(DEFIECTIGN S THE LESSER OF V”OR 2', HIALEAH GARDENS, FL. 33018 I�TMIS PRODUCT WVV WTION DOCUMENT WILL BE CONSIDERED INVALID IF +`
8.
ALTERED ETT ANY MEANS. Na 70591
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION _ _
C-SNE SPECIFIC PROJECTS SHALL BE PREPARED Sr(A FLORIDA REGISTERED '
OFRA SITE STRUCTURE ERECEMNNS THIS PRODUCT EAUSAFETY OFNG THISPRODUCT,
OPENING OR IMINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OjL
WAT6Tt INFILTRATION RESISTANCE ETD. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATEDIF
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER TO THe P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE '. •', Blowing no.
AND TO BE REVIEWED BY BUILDING OFFICIAL. SPECIFIC DRAWING$FOR REM. � �OR1O�`•••• ��
9. A I=DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF -THIS P.E.D.SHALL BEM THE GATE MGI ORIGINAL 6FAL AND SIGNATURE OF �� /S/�•�� .♦♦♦ 14—�2
ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED V. / T i� L\ sheetOf
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MME LOCKING SLAT LOCKING SLAT IN= QQVTOM SILL TRACK BOTTOM I= ALT, BOMM TMCK AQY?TM 14-02
8483-76 e063-T8 6063-Te 6083-T6 6063-76 I9he6t 2 of
Seeled:12114/2017
WALL MOUNTS CH INSIDE MOUNTS SHUTTER WIDTH
R
ANCHOR
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ANCHOR METS\
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SAME AS HEADER
SECTION A—A _ _ _ SECTION B—B = _ .............
N 692
Fd TYPKAL EDGE DISTANCE ANCHORS:ETdBE6MENT&EDGE '�A�
® drawing no.
CANC.&BLOCK- 12d(12 ANCHOR DIAMETERS) DISTANCES SHOWN ARE BEYOND moi`•••••••..• Or''• ���� 14-02
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS 1 & 2. WOOD.6d HEADER AND SILL DETAILS CAN BE THE WALL&FLOOR COVERING /'til/Q � %
FOR WOOD INSTALLATIONS SEE SHEET S. FOR LESSER EDGE DISTANCES SEE SHEET 7 OF 7. USED IN ANY COMBINATIONS. (STUCCO,•TILES,ETC,) FL #16984 1, 1111"l% eheet 3 of
Sealed:12114/2017
BUILT—OUT'_r_ONDMOU GUILT—OUT HEADER ALLBUILt—OlR N�B� r'
ANCHOR
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ADJUSTABLE cit i A(T. ADJUSTAafF SI t
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i OF 4
HEADER AND SILL DETAILS CAN BE 'i, OR10�•• \ �`
sf�tvAi ti '`�• 14-02
USED Mt ANY COMBINATIONS. FL #16984 ! !% sheet 4 Of
Sealed:1211412017
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TOP s OaTTOM ��� �
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FL
#16984
Sealed:12/14/2017
(3) 1/4'LAO.SCREWS O EACH RAFTER FASTENERS
2'MIN. PENETRATION
ASPER SCHEDULES
2xe% 1 6• � U
PENETRATION
/ T/EXIS WOOD HEADER
AWN ANG
CONT. ''" 2 x 3 X tt Z
2X5X 1/6'
1/4'PLYWOOD ,:i ALUM AN
SNNO SOFFITFZ
,, 1
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414 X 11 HEX HEAD
SELF M2ILLING SCREWS
@ 61 ILC ,,:•:•i:5$` A 8
EXISTING WOOD TRUSSES I I WOODHEADER _Y
024'O.0 I REQUIRED
MIN.2x4 MEMBERS
MIN.S.G. 0.51
t I
Li
d 14 X 3/4'TEKS .
O B'O.C.
HEADER CONNECTION TO WOOD TRUSSES
FOR SHUTTER HEIGHT OF 72'MAX.DESIGN LOAD 70 PSF
FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD 50 PSF
FOR SHUTTER HEIGHT OF 98'MAX.DESIGN LOAD 52 PSF
FOR SHUTTER HEIGHT OF 108'MAX.DESIGN LOAD . 48 PSF .�
I I E0.
WOOOTS15
O 24'0 C. ��Y.i, r
REG FM WOOD FASTENERS :z �
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#10 X 3/4'TEKS REG ON SHEETS 2 &3
4 6•D.C.
1 X 4'X 1/9'COM.ALUM TUBE
W/(3) 1/4'0 X 4'LAO SCREWS 2'X G'COM.
O EACH STUD W/2'MIN PENETRATION W/(3) 1/4'0%5'UUi SCREWS
INTO EXISTING O O EACH STUD W 2'MIN PENETRATION
INTO DwNG S Uc c
3 4• FOR SHUTTER HEIGHT OF B4'MAX.DESIGN LOAD - 50 PSF 11111A 11111AC
FOR SHUTTER HEIGHT OF 98'MAX. DESIGN LOAD-52 PSF ifl{
••.
FOR SHUTTER
HEIGHT HEIGHT OF 120' MAX DEESIGNN LOAD
I= 42 PSF
+., INSTALLATION DETAL ON EXIM13 WOOD BUCKS Deux,�µtir
2x4x 1/8'
2 x 5 x 1%ALUM,
ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK& 1X4 ALUM TUBE TO WOOD STUDS TO o
PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION.
' • 1/4'THRU BOLT W/WASHER&NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. �
AT 7-1/4'O.C.FOR LOADS UPTO 40 PSF
AT 54/4'O.C.FOR LOADS UPTO 50 PSF
ANCHOR �` P�
TYPE
COUNTER TOP CONDITION _ 4i
(PASS THRU
WINDOW) r 1
MAX SHUTTER HEIGHT a e FL %® F �` Browing no.
FL #16984
Sealed:1211412017
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